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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹53.6 LAdmitted-Finance | -35.55% | ₹53.6 L | L1 | Admitted-Finance |
| 2 | L2₹54.2 LAdmitted-Finance GSTIN: 09ARYPS6541B1Z8, 09AXUPS6371D1ZS, 09AXWPS6188E1ZH1584 UDAY PRATAP COLONY BADHAIYAVEER CIVIL LINE NO 02 DISTRICT SULTANPUR | SULTANPUR | SULTANPUR | UTTAR PRADESH | -34.81% | ₹54.2 L | L2 | Admitted-Finance |
| 3 | L3₹57.7 LAdmitted-Finance GSTIN: 09AGKPS7995J1Z8, 09AUBPB7526P1ZAKAMLA VIHAR COLONY HATHRAS | HATHRAS | UTTAR PRADESH | 202139 | -30.53% | ₹57.7 L | L3 | Admitted-Finance |
Tender Value
₹83.1 L
EMD Value
₹4.2 L
Closing Date
22 Dec 2025, 5:00 pmClosed
Executive Engineer
MVDA, MATHURA
WORK NO. 02 PUSHPANJALI UPVAN COLONY KI VIBHINN GALIYON ME INTERLOKING TILES LAGANE KA KARYA
2025_UPMVD_1097371_2
18/MVDA/2025-26
Open Tender
Civil Works
120 days
MATHURA
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,360
Secretary
₹4.2 L
16 Feb 2026
8 Dec 2025
23 Dec 2025
8 Dec 2025
22 Dec 2025
8 Dec 2025
1:4:8 (1 Cement: 4 coarse sand (zone-III) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources), dsr 2023 i.no 4.1.8
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1) cement: 4 coarse sand)
Providing, laying spreading & compacting of granular sub base (GSB) by providing close graded (Fr-1) materials, sprading in uniform layers with Mortor Graded on prepared surface, mixing by mix I n placed method with Rotovater at OMC and compacting with in layers with smooth wheeled Vibratory Roller to achieve the desired density, complete as per MoR &H clause 401& as directed by Engineer Incharge including all machine charges & including all labour, T& P etc req for proper completion of work. Analysis rate
Supply & Laying of precast concrete Block (Interlocking tiles) for paving of thickness 100mm rubber mould GREY (Compressive strength not less then 30Mpa as specified in IS:15658 and weight 4.50kg) as jindal, naval or equivalant Including 25mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complete work as specified in IS 15658:2006. as directed by E/l. SNO.16 New item page 52 chapter 20 UPPWDSOR 2023-24
1:2:4 (1 cement: 2 coarse sand(zone-III) derived from natural sources: 4 graded stone aggregate 20 mm nominal size derived from natural sources)
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